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Home My WebLink About2108A-60 LLJ O z z O Q 0 W J a. Q (D CD LLI O z 0 w 0 W LU _z 0 W U w 11)O CL VARIES - 36' TO 47' ExisnNc IMPROVEMENT REMOVAL 35' t 12' a WALL NONE VARIES-- 380 TO 47' 47' VARIES 24-27' EXIST P %WT 15 13' 7' Ir 1 ' 12' LANE LANE JCEENTER MEDIAN LANE LANE r r 3' L_ PLANTED 60• R VARIES PROP PVM"T ~ °o d � SEE DETAIL F 001m%/ or 25 aMATERIAL & SEE DETAIL E FOR HEREON Z rIRR.SYSTEM A.C, OVERLAY SX704% 3 LOK VAR+ES " STATE A1-8CUSR�Dlm RMOVE PW"T SAWILL WTH AGMGA7E SASE LES -..___ -.F 1% TO t% PIR 0P0SLD cO�THH11LL CIR OSS—SE C"ON \!v� SCAM NOW 3 3' 40' z I� 6N FINISHED GRADE -mmomplo 2% 6 1/2m ASPHALMC CONC 64' AGGREGATE A BASE STME Sm 42' SUBGRADE SCARIFIED er A2 8 CURB COMPACTED TO 95X COM- PACTION (ASTM D 1557) EXIST GRADE SY OTHERS _12" 4s PCC SIDEWALK ON 2 SAND CUSHION VARIES - 3S' TO 4r It 59' FL ale VARIES. VARIES 24'-2T VARIES 30'-35' 8' - 15' � 15' 13` 4• 8, EXtS12., PVIrE 12' 12, T PROP. PVM1T 15' 1f LANE LANE 8' LAME LAN£ DECELERATION I TU > LANE ET CL w A SMT SEE DETAIL F SM DETAIL. D AOMN HEREON A.C. OVERLAY w STATE STD 8 ' A2-8 CURB c 9% 70,4% SLOPE y� 61 Q O 5% TO 4% � ----.. SLOPE VARIES ...� ri 4. •- --r-'" 7 ` w r 1.10 *•' L ,0 ; f•' b ''• , -9 ; .. 'I*1- E*EQMPIR�'1PZ11 GRIND EXIST. A.C. PAVEMENT TO FORM A SMOOTH TRANSITION _31— 1 3' GRIND EXIST, A.C. OVERLAY PAVEMENT TO FORM A MATCH SMOOTH TRANSITION EXIST. (TYP.) 0.1 ' MIN. SEE LANDSCAPING PLANS FOR COMPACTION ADJACENT TOPi40POSED SIDEWALK -----FINISHED GRADE ,--w EMST. GRADE 8 1/20 ASPHAL71C CONQ. 6' AGGREGATE A BASE - 120 SUBGRADE SCARIFIED el 40 PGC SIDEWALK ON 12r SCARIFY AND COMPACTED TO 95X COM— RECOMPACT PACTION (AS'�'wi D 1557) 2' SAND CUSHION r�OTr , CR 0SS— SE(,T. ON W: _CL SAT 0 N AN SCA& Al -8 CURB r... ..��. /� s c �4 # va EMT PVM T � ~ � � �r wr. r w■ r � � �r.snw GPM +' PLANTED LANDSCAPE & IRR. SYSTEM a To t2' THICKNESS AOGRECATE It BASE EXIST PVM T SUBMUDE TYPICAL LEFT TURN MEDIAN D SCAM h4NE (i 7 7' STATE STD. Al -8 CURB NP. LANTED LANDSCAPE & r IRRIGATION SYSTEM PER CITY CRITERIA 3' ST �'0' ,�Y BOJ COST 1I, LES _EE T' :OTA` 0 ► A�i ir-r—rC Rv:E-C NO. S�`t �8t Sic. 66 `-61/.R -. 5.86' 6 23 �a.QROFEssioy�� =C'S -ESE ` C V:_ =C'NE= DQU'D M. MccIASSON �ANS AaROVAL SATE " Na. 38482 EXP. 3/31/97 �. s� C1VEL \P q� OF CAl.1F�� 3' � MATCH EXIST. GRIND EXIST. A.C. PAVEMENT TO FORM A SMOOTH TRANSITION (TYP.) 0.1 ' MIN. -omen -an �. REMOVE EXISTING PAVEMENT FILL T4 BOTTOM W/ AGGREGATE 9 BASE TYPICAL CENTER MEDIAN -FOS- ILL BLVD E SCALE. NONE / 6' WIDE no -ow OVERLAY MATCH EXIST. Q.1' MIN. 141— THIS DIM. VARIES FROM STA. 767+50 THROUGH STA. 77 t ;00 GRIND EXISTING A.C. PAVEMENT T( FORM A SMOOTH TRANSITION F A.C. OVERLAY SCALE: NONE Revisions: NO. DESCRIPTION DATE IN:G.AP. ! APPROVED DATE i � I i i Prepared By: O ENGINEER N Qvil FjV# dng- Land Planning De 7424 4630 Nest Jocque/yn Suite 110 Fresno, Colifornio 93722 CITY 0 r FONTANA, CALIFORNIA PUB C WORKS DEPART -VENT DRAWN BY: WAL-MART REDEVELOPMENT CENTER DA7 JCJ /8 /94 DESIGNED BY: TYPICAL SECTIONS 6 CHECKED BY: AND DETAILS DMCG OF -L3-SHEETS VV O DWG NO. ' APPROVED: 9.9 J_ 2108A G"/. c- CITY ENGINEER R.C.E. 25126 j EA 38310 K 2' 12' 1'12' 12' VARIES NE rl LANE DUALI LEFT LANE LANE W TURN LANE z P C C CURB & ~ GUTTER P C C SIDEWALK 3 AVERAGE 17;, Z 15% To 4% .OPE VARIES 3% TO 4%� SLOPE VARIES ELEVATION 132Q 5 M �Uf r i _ now " aop EXIST A C PVM'T EXIST GRADE LX STS N r CT� c _ CRcsS— S`C_ C\ AND J=V 0 � o rZk*N-�;A�! STA. 7732 0 STA. 776}0w a WALL NONE VARIES-- 380 TO 47' 47' VARIES 24-27' EXIST P %WT 15 13' 7' Ir 1 ' 12' LANE LANE JCEENTER MEDIAN LANE LANE r r 3' L_ PLANTED 60• R VARIES PROP PVM"T ~ °o d � SEE DETAIL F 001m%/ or 25 aMATERIAL & SEE DETAIL E FOR HEREON Z rIRR.SYSTEM A.C, OVERLAY SX704% 3 LOK VAR+ES " STATE A1-8CUSR�Dlm RMOVE PW"T SAWILL WTH AGMGA7E SASE LES -..___ -.F 1% TO t% PIR 0P0SLD cO�THH11LL CIR OSS—SE C"ON \!v� SCAM NOW 3 3' 40' z I� 6N FINISHED GRADE -mmomplo 2% 6 1/2m ASPHALMC CONC 64' AGGREGATE A BASE STME Sm 42' SUBGRADE SCARIFIED er A2 8 CURB COMPACTED TO 95X COM- PACTION (ASTM D 1557) EXIST GRADE SY OTHERS _12" 4s PCC SIDEWALK ON 2 SAND CUSHION VARIES - 3S' TO 4r It 59' FL ale VARIES. VARIES 24'-2T VARIES 30'-35' 8' - 15' � 15' 13` 4• 8, EXtS12., PVIrE 12' 12, T PROP. PVM1T 15' 1f LANE LANE 8' LAME LAN£ DECELERATION I TU > LANE ET CL w A SMT SEE DETAIL F SM DETAIL. D AOMN HEREON A.C. OVERLAY w STATE STD 8 ' A2-8 CURB c 9% 70,4% SLOPE y� 61 Q O 5% TO 4% � ----.. SLOPE VARIES ...� ri 4. •- --r-'" 7 ` w r 1.10 *•' L ,0 ; f•' b ''• , -9 ; .. 'I*1- E*EQMPIR�'1PZ11 GRIND EXIST. A.C. PAVEMENT TO FORM A SMOOTH TRANSITION _31— 1 3' GRIND EXIST, A.C. OVERLAY PAVEMENT TO FORM A MATCH SMOOTH TRANSITION EXIST. (TYP.) 0.1 ' MIN. SEE LANDSCAPING PLANS FOR COMPACTION ADJACENT TOPi40POSED SIDEWALK -----FINISHED GRADE ,--w EMST. GRADE 8 1/20 ASPHAL71C CONQ. 6' AGGREGATE A BASE - 120 SUBGRADE SCARIFIED el 40 PGC SIDEWALK ON 12r SCARIFY AND COMPACTED TO 95X COM— RECOMPACT PACTION (AS'�'wi D 1557) 2' SAND CUSHION r�OTr , CR 0SS— SE(,T. ON W: _CL SAT 0 N AN SCA& Al -8 CURB r... ..��. /� s c �4 # va EMT PVM T � ~ � � �r wr. r w■ r � � �r.snw GPM +' PLANTED LANDSCAPE & IRR. SYSTEM a To t2' THICKNESS AOGRECATE It BASE EXIST PVM T SUBMUDE TYPICAL LEFT TURN MEDIAN D SCAM h4NE (i 7 7' STATE STD. Al -8 CURB NP. LANTED LANDSCAPE & r IRRIGATION SYSTEM PER CITY CRITERIA 3' ST �'0' ,�Y BOJ COST 1I, LES _EE T' :OTA` 0 ► A�i ir-r—rC Rv:E-C NO. S�`t �8t Sic. 66 `-61/.R -. 5.86' 6 23 �a.QROFEssioy�� =C'S -ESE ` C V:_ =C'NE= DQU'D M. MccIASSON �ANS AaROVAL SATE " Na. 38482 EXP. 3/31/97 �. s� C1VEL \P q� OF CAl.1F�� 3' � MATCH EXIST. GRIND EXIST. A.C. PAVEMENT TO FORM A SMOOTH TRANSITION (TYP.) 0.1 ' MIN. -omen -an �. REMOVE EXISTING PAVEMENT FILL T4 BOTTOM W/ AGGREGATE 9 BASE TYPICAL CENTER MEDIAN -FOS- ILL BLVD E SCALE. NONE / 6' WIDE no -ow OVERLAY MATCH EXIST. Q.1' MIN. 141— THIS DIM. VARIES FROM STA. 767+50 THROUGH STA. 77 t ;00 GRIND EXISTING A.C. PAVEMENT T( FORM A SMOOTH TRANSITION F A.C. OVERLAY SCALE: NONE Revisions: NO. DESCRIPTION DATE IN:G.AP. ! APPROVED DATE i � I i i Prepared By: O ENGINEER N Qvil FjV# dng- Land Planning De 7424 4630 Nest Jocque/yn Suite 110 Fresno, Colifornio 93722 CITY 0 r FONTANA, CALIFORNIA PUB C WORKS DEPART -VENT DRAWN BY: WAL-MART REDEVELOPMENT CENTER DA7 JCJ /8 /94 DESIGNED BY: TYPICAL SECTIONS 6 CHECKED BY: AND DETAILS DMCG OF -L3-SHEETS VV O DWG NO. ' APPROVED: 9.9 J_ 2108A G"/. c- CITY ENGINEER R.C.E. 25126 j EA 38310 K